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12 3/4" MAX O.C.(TYP.) <br /> 6" MAX.(TYP.) Vd SYSTEMS 1900 SW IIIlllllllll���Illlll <br /> SEE NOTE 2 lsoo sw aaTH AVE. <br /> 6" MAX.(TYP.) OCALA,FLORIDA 34474 <br /> W W W.CWS.CC <br /> INSTALLATION <br /> ANCHOR(TYP.) 1000 ALUM. <br /> GUARDIAN DOOR <br /> NON-IMPACT <br /> 17" <br /> MAX.O.C. ¢ z Q¢z O Q <br /> (TYP.) Z w W o w <br /> INSTALL TWO#8 ANCHORS THRU w z O z W-z F <br /> STRIKE PLATE AND DEADBOLT STRIKE o ;w 3 3 <br /> PLATE INTO SUBSTRATE(TYP.) z0 z0�o zd�w o O <br /> INSTALL ONE#8 ANCHOR THRU U v U)F v a F V)a <br /> EACH HINGE INTO SUBSTRATE(TYP.) °z p 5 z z�U co <br /> LL <br /> a OwFFO— <br /> W O,-Of UU)j Ow co III <br /> LL w 0�co <br /> a <br /> p wFO M=mw <br /> a rz Of wr :w <br /> ..PNDREW�TG���i <br /> ANCHOR LAYOUT ,��GaSF." �� <br /> No Mal ;�,p <br /> NOTES: <br /> 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. <br /> 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING z�- <br /> SHIMS SHALL BECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. <br /> 9/15/2017 <br /> 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. <br /> LUCAS A.TURNER,P.E. <br /> 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE#58201 <br /> WOOD MUST BE PROTECTED TO PREVENT REACTION. <br /> 1239 JABARA AVE. <br /> NORTH PORT,FL 34288 <br /> 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN PH.941-380-1574 <br /> THE MINIMUM SPECIFIED IN TABLE 1,SHEET 6. SHEET DESCRIPTION: <br /> 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR SCHEDULE AND <br /> NOTES <br /> 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONTRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: <br /> 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE ADE 09/08/08 <br /> STRUCTURE.SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.: <br /> 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: ALE: 6 F <br /> SCALE: <br /> FMA/AAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) SHEET <br /> 1:20 5 OF 6 <br />